Government of Niue 2018/LIOLAU PROJECT... · S1 S2 AREA CALCULATION METHODOLOGY Calculation...

Liolau AccommodationProject No: 1-42944.00

Government of NiueCONSENT & TENDER / 08.03.2017

S1

S2

AREA CALCULATION METHODOLOGYCalculation methodology has been based on the 2010 BOMA standard of measurement foroffice spaces and is summarised as follows:

GROSS FLOOR AREA:Line of external face of exterior walls and centreline of inter-tenancy walls

RENTABLE FLOOR AREA:Line of internal face of exterior walls and centreline of inter-tenancy walls

AREA SCHEDULE:Item Area Coverage %Overall Site Area = XXXm²

Gross Building Area = XXXm² XX%

Overall Building Footprint Area = XXXm² XX%(Roof overhang)

Hard Landscaping = XXXm² XX%

Soft Landscaping = XXXm² XX%

GENERAL NOTES:

The Architectural drawings shall be read in conjunction with the associated specificationsand conditions of contract. The drawings shall also be read in conjunction with thestructural, services, civil and other project documents. Any discrepancies in thearchitectural drawings or between and consultant documents shall be referred to theArchitect for resolution

Verify all dimensions with structural, services, civil and other project documents prior toconstruction commencing. Refer all discrepancies to the Architect for resolution

Substitution for or amendment of specified details or material shall not be carried out withoutprior approval of the Architect

All work shall comply with the NZBC, all relevant Local Authority bylaws, NZS 3604, and allrelevant standards

All work to be carried out in accordance with drawings and specification provided

All work to be undertaken to be best trade practice for each respective trade. Anysubstandard work or building material defects shall be the Contractors responsibility toremove, repair or replace at no extra cost to the contract

The Contractor shall ensure that all rubbish is removed from site during and at the end ofthe contract works

The Contractor shall provide the appropriate temporary fencing, hoarding, guardrails andsignage as necessary to protect the public and others during the contract works and to meetthe requirements of the Local and Territorial Authorities

All timber shall be H1.2 treated graded SG-8 unless stated otherwise

Refer to the Structural Engineer's drawings and specification for steelwork and timberframing sizes

Refer to the Service Consultants drawings and specification for all services and equipmentrequirements

ACCESSIBILITY LEGEND

Indicates accessible route1200mm wide minimum

Provide and install accessible entrance sign, DeneefeDNM3 120x120mm, or equal. Sign to be installed1400-1700mm above the floor

Provide and install accessible toilet sign, Lockwood LWBRS0702 (160x160mm) or equal. Sign to be installed1400-1700mm above the floor

Signs to have lettering and symbols in clear contrast withthe background. The size, type, and layout of lettering onsigns shall be clear and legible (recommended fonts areArial, Times New Roman or Helvetica Medium).

Accessible Requirements :Light switches to align horizontally with the door handle

Socket outlets to be located 500-1200mm above the floorand a minimum of 500mm from any corner

Electronic access units for swipe cards, key pads, dooractivating buttons, etc. shall have a level, stable, firm, slipresistant floor surface of 1200 x 1200mm minimum adjacentto the access unit; be installed at 900 - 1200mm above thefinished floor level (1000mm is optimal); be installed no lessthan 500mm from an internal corner; be installed adjacentto the door under control; and have sufficient time delay forthe door to be opened before the locking system re-activates

All fittings within the accessible toilets and showers are tocomply with NZS:4121 Access & Mobility

Refer to specification for fitting and fixture details

COMMON ABBREVIATIONS

AP Access PanelAFFL Above Finished Floor LevelAS Australian Standard

BCA Building Consent AuthorityB/S Both Sides

Code Building CodeCL Centre Linecrs CentresCOS Check (Confirm) on SiteCHS Circular Hollow SectionCB Coach BoltCS Coach ScrewConc Concretecj Control JointCGI Corrugated IronCUPDCupboard

DPC Damp Proof CourseDPM Damp Proof MembraneDia DiameterDim DimensionDHS Dimond Hi-Span (Metal Purlin)DB Distribution BoardDg Double GlazingDP DownpipeDwg DrawingDW Dishwasher

ej Expansion Jointeq EqualEa Equal AngleEXT Extingulisher (Fire)

FA From AboveFHR Fire Hose Reelfg Fixed GlazingFCL Finished Ceiling LevelFGL Finished Ground LevelFin FinishedFWG Floor Waste GullyFFL Finished Floor Level

FRR Fire Resistance Rating

GT Gully TrapGalv. Galvanised

Horz HorizontalHG Hot Dipped GalvanisedHT Hose TapHWC Hot Water Cylinder

ID Inside DiameterIL Invert LevelIO Inspection Opening

kW Kilowatt

Max MaximumMS Mild Steelmm MillimetreMin MinimumMSB Main Switch Boardm² Square Meter

NZS New Zealand StandardNZBC New Zealand Building CodeNom NominalNTS Not To Scale

od Outside diameterO/A OverallO/F Over FlowO/H Overheadov Oven

PFC Parallel Flange Channelpc Precast PanelR RadiusRF Fridge (refridgerator)RL Reduced Levelref Referencerev RevisionRC Reinforced ConcreteRO Rough OpeningROW Right of WayRHS Rolled Hollow SectionRH RangehoodRWH Rain Water Head

Sk SinkSED Small End DiameterSH Showersim SimilarSP Soil PipeSpec SpecificationSHS Square Hollow SectionS.S Stainless SteelSSL Structural Surface LevelSTC Sound Transimition Class

TV Terminial VentT&G Tounge and GrooveTOW Top Of Wall

u/s UndersideUB Universal BeamUC Universal ColumnUR Urinal

Vert. Vertical

WHB Wash Hand BasinWC Water Closet (Toilet)

KEYNOTE LEGEND DRAWING TRANSMITTAL REGISTER

LOCATION PLAN

ROOM SCHEDULE

DISTRIBUTION

DayMonthYear

NO. OF COPIES ISSUED

ISSUE FORMAT:

REVISION

ISSUE STATUS:

APPROVED BY:

D DiskE Email

F FaxH Hard Copy

I InformationP PreliminaryA Approval

T TenderC ConstructionRAB As Record

DRAWING ANNOTATION

EXPRESSION OF LEVELSLevels are shown in terms of city datum (mean sea level = 0)Levels are as per AS1000 301 - 1985

Spot Level

Existing Level

Finished Floor Level

Finished Ceiling Level

Structural Surface Level

Relative Level shown onsections, elevations andsectional details

+

RL:

FFL:

FCL:

SSL:

RL:

WALL BRACING SYMBOL

GIB11.2 2.4

Type

Height

Length

KEYNOTE DESCRIPTION

4200.01 Profiled Vertical Metal Cladding

Specification Section

Generic Description

INTERIOR ELEVATION KEY

Wall Reference for InternalElevation & Schedule ofWork and finishes

A

B

C

D

Sequence Number

S

Lining Type (refer to drawing)

1

WALL FINISHES SYMBOL

Wall Function:S StandardW WetF FireA AcousticB Bracing

CEILING HEIGHT SYMBOL

Ceiling height abovestructural finished floorlevel

CH: 2400 AFL

NIUE ISLAND

Sheet No.Revision

Plot date:Original sheet size A1 (841x594)

Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN

Auckland StudioPO Box 5848, Auckland 1010New Zealand+64 9 355 9500

REVISIONS

NOTES

APPROVED

A R C H I T E C T U R A L

North

Project

DO NOT SCALE

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ONSITE PRIOR TO COMMENCING ANY WORK

© COPYRIGHT OPUS ARCHITECTURE

CONSENT & TENDERNOT FOR CONSTRUCTION

G:\Projects\Niue\1-42944.00_Accommodation Block\A2 Concept Design\Drawings\Liolau_Accommodations_Niue(2015).rvt10/03/2017 9:45:36 AM

1 : 1

08.03.2017

C A002

INDEX SHEET

Government of Niue

Liolau AccommodationAvatele Village, Niue Island

1-42944.00

OPUS

OPUS

OPUS

OPUS

CODE GENERIC DESCRIPTION

REF. ROOM NAME OCCUPANT AREA (m²)

101-18 CONFERENCE ROOM 01 18.4 m²101-19 CONFERENCE ROOM 02 14.7 m²101-20 HALLWAY 4.6 m²101-21 CULTURAL HALL 83.9 m²101-22 DINING HALL 53.4 m²101-23 KITCHEN 19.8 m²101-24 MENS ABLUTION 27.5 m²101-25 STORE 6.7 m²101-26 BUILDING MAINTENANCE

STORE & TOILET6.7 m²

101-27 MENS DORM 46.2 m²101-28 STORE 8.8 m²101-29 MANAGER 6.9 m²101-30 WAITING AREA 5.2 m²101-31 DECK 49.3 m²101-32 HALLWAY 2.1 m²101-33 Room 247.3 m²101-34 STUDIO UNIT 04 34.1 m²101-35 STUDIO UNIT 03 34.0 m²101-36 STUDIO UNIT 02 34.0 m²101-37 STUDIO UNIT 01 34.2 m²101-38 WOMENS DORM 42.8 m²101-39 STORE 15.6 m²101-40 LAUNDRY 6.9 m²101-41 WOMENS ABLUTION 20.6 m²101-42 DECK 12.4 m²101-43 DECK 12.4 m²101-44 DECK 12.2 m²101-45 DECK 12.6 m²101-46 KITCHEN 10.1 m²

SHEET NO. SHEET NAMEA002 INDEX SHEET CA010 LOCATION PLAN CA011 SITE PLAN CA100 UPPER BLOCK GENERAL PLANS (STAGE 01) DA101 LOWER BLOCK GENERAL PLANS (STAGE 02) CA111 UPPER BLOCK R.C.P. & ROOF PLAN (STAGE 01) CA112 LOWER BLOCK R.C.P. & ROOF PLAN (STAGE 02) CA200 PROPOSED SITE ELEVATIONS CA201 UPPER BLOCK ELEVATIONS (STAGE 01) CA203 LOWER BLOCK ELEVATIONS (STAGE 02) CA300 UPPER BLOCK SECTIONS (STAGE 01) CA301 LOWER BLOCK SECTIONS (STAGE 02) CA400 GENERAL DETAILS (STAGE 01) BA700 SCHEDULES B

160616

1

E

P

Client:Project Manager:

Contractor:Quantity Surveyor:

Local Authority:

Structural Engineer:Civil Engineer:Hydraulic Engineer:Mechanical Engineer:Electrical Engineer:Fire Engineer:

AAAAAAAAAAAA

BBBBBBBBBBBB

200916

AA

B

211116

C

080317

CC

CD

C

CC

CC

CC

BB

A Preliminary Issue 17.06.2016B Consent & Tender 20.09.2016C Consent & Tender 08.03.2017

Avetele Beach

AveteleChurch

LiolauPrimarySchool

to Vaiea Village

toAlofi Town

Main Ring Road

WashawayCafe

Avetele Bay

Avetele Village

NIUE ISLAND

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





Not to Scale

08.03.2017

C A010

LOCATION PLAN

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

Not to ScaleLOCATION PLAN1


UP

A200 4

A200

3

A2001

A200

2

LOWER BLOCK

UPPERBLOCK

EXISTING LEVEL GRASSEDCOURTYARD WITH MINORFALL FOR DRAINAGE

BATTERED SLOPE

RETAIN EXISTINGCONCRETE RAMP

NEW PROPOSED DECKING

RETAIN EXISTINGCONCRETE STEPS

RETAIN EXISTINGRAINWATER TANK

EXISTING BLOCK TOBE DEMOLISHED. MAKEGOOD GROUND.

toAVATELE VILLAGE

BATTERED SLOPE

BATTERED SLOPE

RETAIN EXISTINGCONCRETE RAMP

BATTERED SLOPE

BATTERED SLOPE

BATTERED SLOPE

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 200

08.03.2017

C A011

SITE PLAN

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 200A200

Site Plan1


STAGE 01

STAGE 02

UP

UP

9 8 7 6 5 4 3 2 1

UP

UP

3A300

34 m²

STUDIO UNIT 04101-34

34 m²


34 m²


34 m²


43 m²

WOMENS DORM101-38

16 m²

STORE101-39

21 m²

WOMENSABLUTION

101-417 m²

LAUNDRY101-40

12 m²

DECK101-42

12 m²

DECK101-43

12 m²

DECK101-44

13 m²

DECK101-45

U1 U2 U3 U4 U5 U6 U7 U8 U9 U10 U11 U12 U13 U14 U15

UA

UB

UC

UD

L2L3

A2011

A201

2

A201 4

A201

3

4A300

5A300

37551

2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682

1229

8

7050

2288

2960

whb

WM. Sk.

Sk.F Sh.

whbWC Sk.

FSh.

whbWC Sk.

F Sh.

whbWC Sk.

FSh.

whbWC

1A400

A7007

D31

D32

D33 D34 W11 W12 D35 D36 W13 W14 D37 D38 W15

W16

D39

D40D41

D42

W19W20

D43

D44D45

D46

W23W24W25

W10

W17W18W21W22

A700

11

300x300 Ceramic Tiles

Sealed Concrete

Vinyl with coving

FLOOR FINISHES

Sh. Sh. Sh.

Bench

W27

D50

D47D48D49

10 m²

KITCHEN101-46

D51

W26


UA

UB

UC

UD

L2L3

WINDOW AND DOORS REMOVED

WINDOW REMOVED WINDOW REMOVED

1925

19751975

1925

5364 5364 5364 5364 5364 5364 5364

259 563 524 528 538 536 536 476

863

1106

1198

12141205108610251022106710841083

1037

886

554

339

1200

3200

173 3500 3500 3000 3000 3000 3000 3000 3000 3020 3050 3015 3090 178

37551

2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682

7050

2288

2960

1229

8

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

D A100

UPPER BLOCKGENERAL PLANS(STAGE 01)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 100A200

Upper Block G.A. PLAN2

1 : 100A200

Upper Block Demolition Plan1

DEMOLITION NOTES

1. Remove all work shown hatched ordashed on the existing and demolitiondrawing

2. Visit the site and liaise with the Clientto determine the full extent of fittings tobe salvaged, stored or removed fromthe site for disposal. Check also thesite, the building or structural workbeing demolished and any contents forlikely hazard

3. Reinstate where any damage iscaused by this demolition to thoseparts of the existing building, otherbuildings and the remainder of the sitebeing retained

4. Where walls have been shown to bedemolished this shall include thecareful removal of any fixtures, fittingsand furnishings associated with thosewalls

5. Strip out all electrical wiring,conduits,light fittings, switches and powerpoints in removed walls and preparefor new electrical layout.

6. Unless specified otherwise removeand dispose all demolition items &materials off site at a suitable location.

7. Existing wall construction and extent isindicated to the best that availableknowledge allows. The contractor is toundertake a site survey to confirmscope prior tocommencing demolitionwork.

8. Ensure the structure above all items tobe removed is supported and secureprior to demolition.

9. Unless stated otherwise all makinggood shall match existing surfaces,profile, materials, etc & align withsame.

CONSTRUCTION NOTES

1. All non structural walls are to be timberframed and lined with 7mm thick ECOPLYF8 grade plywood conforming with nzs3614 - pre primed grade and wet areas tobe lined with JAMES HARDIE 6mm fibrecement cellulose sheet. The drawingsshall also be read in conjunction with thestructural and other project documents

2. Studio units floor finish to be 300mm x300mm non-slip ceramic tiles. Other wetareas to be finished with Armstrong 2mmslip-retardant sheet vinyl with welded joints.All other areas to be Sealed concrete.

3. All systems to be installed under strictmanufacturer recommendation unlessspecified.

C

A Preliminary Issue 17.06.2016B Consent & Tender 20.09.2016C Client Changes 21.11.2016D Consent & Tender 08.03.2017

UP

DW

UP

LA

A203

3

A2031

A203

2

A203 4 18 m²

CONFERENCEROOM 01

101-18

15 m²

CONFERENCEROOM 02

101-19

5 m²

HALLWAY101-20

84 m²

CULTURAL HALL101-21

53 m²

DINING HALL101-22

20 m²

KITCHEN101-23

27 m²

MENS ABLUTION101-24

7 m²

BUILDINGMAINTENANCE

STORE & TOILET101-26

7 m²

STORE101-25

46 m²

MENS DORM101-27

9 m²

STORE101-28

7 m²

MANAGER101-29

5 m²

WAITING AREA101-30

49 m²

DECK101-31

LB LC LD LE LF LG LH LI

UAUB

UC

L1

L2

L3

1A301

600

3900

OPE

NIN

G

600

2A301

3A301

12

560012200780030004400220068004000

2696

7200

2600

9896

Framed glazing

Fram

ed g

lazi

ng

Louvered windowsLouvered windowsLouvered windows

Louvered windows

Ramp up to Upper Block

Ope

rabl

e w

all

Sh.

WC

whb

Benc

h

Sh.

Sh.

WC

WC

whb

whb

whb

WC

whb Sk.

F

F

Benc

h

D28

D30

D29

D26

D01 D09

D24

D23D25D27 D22 D21 D19D20 D19 D18 D17 D16

D15

D14D13D12 D13D11D10

D02

W02W01 W03 W04 W05

W06

W07

W08

W09

D03

D04

D05

D06

D07

D08

DPDPDP

DP DP DP DP

DP

300x300 Ceramic Tiles

Sealed Concrete

Vinyl with coving

FLOOR FINISHES

LA LB LC LD LE LF LG LH LI

UAUB

UC

L1

L2

L3

0

-80170

250

-80

0

-406-400-412-409-406-325-263-166-133-91107162

70

-83

-274

-433 -472 -480 -490 -495 -498 -500-500

-456

-496

249523802950300037508490408042303900335030743553671

3383125281536253885174525153608203124451659289627802400

560012200780030004400220068004000

46000

9896

2696

7200

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

C A101

LOWER BLOCKGENERAL PLANS(STAGE 02)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

DEMOLITION NOTES

1. Remove all work shown hatched ordashed on the existing and demolitiondrawing

2. Visit the site and liaise with the Clientto determine the full extent of fittings tobe salvaged, stored or removed fromthe site for disposal. Check also thesite, the building or structural workbeing demolished and any contents forlikely hazard

3. Reinstate where any damage iscaused by this demolition to thoseparts of the existing building, otherbuildings and the remainder of the sitebeing retained

4. Where walls have been shown to bedemolished this shall include thecareful removal of any fixtures, fittingsand furnishings associated with thosewalls

5. Strip out all electrical wiring,conduits,light fittings, switches and powerpoints in removed walls and preparefor new electrical layout.

6. Unless specified otherwise removeand dispose all demolition items &materials off site at a suitable location.

7. Existing wall construction and extent isindicated to the best that availableknowledge allows. The contractor is toundertake a site survey to confirmscope prior tocommencing demolitionwork.

8. Ensure the structure above all items tobe removed is supported and secureprior to demolition.

9. Unless stated otherwise all makinggood shall match existing surfaces,profile, materials, etc & align withsame.

1 : 100A200

Lower Block G.A.PLAN2

1 : 100A200

Lower Block Demolition Plan1

CONSTRUCTION NOTES

1. All non structural walls are to be timber framedand lined with 7mm thick ECOPLY F8 gradeplywood conforming with nzs 3614 - pre primedgrade and wet areas to be lined with JAMESHARDIE 6mm fibre cement cellulose sheet.The drawings shall also be read in conjunctionwith the structural and other project documents

2. All floor finishes to be Sealed concrete expectWet areas. Wet areas to be finished withArmstrong 2mm slip-retardant sheet vinyl withwelded joints.

3. Exterior decking to be Outdure plasticcomposite decking. 140mm x 25mm.

4. All systems to be installed under strictmanufacturer recommendation unlessspecified.


UP

3A300


UA

UB

UC

UD

L2L3

A2011

A201

2

A201 4

A201

3

4A300

5A300

Replace Fascia board, allowfor 290wide fascia

Replace barge flashing

Install new gutters anddownpipes


Install new skylights asindicated. Allow for new flashingand making good of existing roof.

Existing Roof to remain10.0

°

10.0

°

10.0

°10

.0°

10.0

°

10.0

°3.

0°3.0°

3.0°

37551

2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682

1229

8

7050

2288

2960

LA


UA

UB

UC

UD

L2L3

A2011

A201

2

A201 4

A201

3

2400

1200

2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682 2682

37551

1229

8

7050

2288

2960

New Plywood Ceiling Diaphragm- Refer Structural Drwgs

Allow for clear finish toceiling diaphragm

Allow for paint finish toall exposed timber

Allow for suspendedfibre cement ceilingin Kitchen

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

C A111

UPPER BLOCK R.C.P. &ROOF PLAN (STAGE 01)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 100A200

Upper Block ROOF PLAN2

1 : 100A200

UPPER BLOCK R.C.P.1


UP

DW

LA

A203

3

A2031

A203

2

A203 4


U1

UAUB

UC

L1

L2

L3

1A301

2A301

3A301

46000

560012200780030004400220068004000

9896

2696

7200

New Plywood Ceiling Diaphragm- Refer Structural Drwgs

Allow for clear finish toceiling diaphragm

Allow for suspendedfibre cement ceilingin Kitchen

Allow for paint finish toall exposed timber

2400

1200

LA

A203

3

A2031

A203

2

A203 4


UAUB

UC

L1

L2

L3

400

1A301

2A301

2A301

Replace Fascia board, allowfor 290wide fascia



560012200780030004400220068004000

9896

2696

7200


Install new skylights asindicated. Allow for new flashingand making good of existing roof.

21.0

°

21.0

°

21.0

°21

.0°

21.0

°

21.0

°

Existing Roof to remain

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

C A112

LOWER BLOCK R.C.P. &ROOF PLAN (STAGE 02)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 100A200

LOWER BLOCK R.C.P.2

1 : 100A200

Lower Block ROOF PLAN3


0Lower Block F.L.

3300Lower Block C.L.

1975Upper Block F.L.

5015Upper Block C.L.

0Lower Block F.L.




0Lower Block F.L.




0Lower Block F.L.




Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

C A200

PROPOSED SITEELEVATIONS

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 100A011

Proposed Site North Elevation1

1 : 100A011

Proposed Site East Elevation2

1 : 100A011

Proposed Site West Elevation3

1 : 100A011

Proposed Site South Elevation4


STAGE 01

STAGE 02



UAUBUCUD

Install new gutters and downpipes


New Shadowclad plywood claddingon cavity battens on underlay onnew timber framing. Refer specs

Make good and repair existingplaster to concrete wall - referStructural drawings

Make good to existing balustrades



U1U2U3U4U5U6U7U8U9U10U11U12U13U14U1537551

26822682268226822682268226822682268226822682268226822682


Install new skylights as indicated.Allow for new flashing and makinggood of existing roof.



Make good to existing balustrade

New windows and doors - Referschedule and Spec.












UA UB UC UD





Make good to existing balustrades

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

C A201

UPPER BLOCKELEVATIONS (STAGE01)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 100A100

Upper Block East Elevation1

1 : 100A100

Upper Block North Elevation2

1 : 100A100

Upper Block South Elevation3

1 : 100A100

Upper Block West Elevation4


0Lower Block F.L.


L1L2L372002696




New masonry block wall - ReferStructural Drawings. Allow forconcrete sealer to exterior.

Exterior decking - Outdure woodplastic composite (refer specs)

0Lower Block F.L.

LA


LBLCLDLELFLGLHLI46000

400068002200440030007800122005600

1800 1800 2030 2030 2030 2030 2030 885 600 1800 1800 1800

1200

2000

480

1200






0Lower Block F.L.

LA



1800

46000

4000 6800 2200 4400 3000 7800 12200 5600

885 2030 885 885 2030 2030 203020302030 2030985

1200

2000






Existing column to remain - makegood (refer structural drawings)

0Lower Block F.L.


L1 L2 L37200 2696 750





Existing column to remain - makegood (refer structural drawings)

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 100

08.03.2017

C A203

LOWER BLOCKELEVATIONS (STAGE02)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 100A101

Lower Block East Elevation1

1 : 100A101

Lower Block North Elevation2

1 : 100A101

Lower Block South Elevation3

1 : 100A101

Lower Block West Elevation4




UAUBUCUD

FOUNDATIONS ARE INDICATIVE ONLY- REFER STRUCTURAL REPORT

D36D44



U12U13U14U15


W16

D39

W17 W18

D42



2300

U1U2U3U4U5U6U7U8U9U10U11U12


2A400

W18

D42

W26

W25W24W23

W22W21

W20W19

D43 D46

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 50

08.03.2017

C A300

UPPER BLOCKSECTIONS (STAGE 01)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 50A100

Upper Block Cross Section3 1 : 50A100

Upper Block Long Section - 14

1 : 50A100

Upper Block Long Section - 25


0Lower Block F.L.


L1 L2 L3

2600 7200 2696


D22D10

0Lower Block F.L.

LA


LB LC LD

46 m²

MENS DORM101-27

5 m²

WAITING AREA101-30

7 m²

STORE101-25

27 m²

MENS ABLUTION101-241800 1800

4000 6800 2200


W09 D29 D30W02 W03

0Lower Block F.L.


LE LF LG LH LI

20 m²

KITCHEN101-23

53 m²

DINING HALL101-22

84 m²

CULTURAL HALL101-21

5 m²

HALLWAY101-20

15 m²

CONFERENCEROOM 02

101-1927 m²

MENS ABLUTION101-24

3000 7800 12200 5600


D14D13D12D11D10 D15

W04 W05

D09D07

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





1 : 50

08.03.2017

C A301

LOWER BLOCKSECTIONS (STAGE 02)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 50A101

Lower Block Cross Section1 1 : 50A101

Lower Block Long Section - 12

1 : 50A101

Lower Block Long Section - 23


3A300

U5 U6 U7 U8 U9 U10

UC

UD

5A300

4A400

7A400

8A400

6A400

5A400

2A400

3A400

D34W11 W12

D35 D36

D43

D44D45

D46

W22 W21W23W24W25

43 m²

WOMENS DORM101-38

34 m²


34 m²


U7

UC

Existing concrete column - makegood as per Structural Specs.

New Structural wall with Acousticinsulation. Paint finish - ReferSpecs

Powdercoated aluminiumjoinery with 19mm thick timberreveal fixed to timber frame

DPC between Concreteand timber

Solid exterior plywood screen fixed toexisting concrete column with SS fixingand bracket - F8 grade Ecoply

U7

UD

50mm thick timber frame withbreezeway Altair 152 - Refer Specs

SS flyscreen mesh fixed with35x20mm timber batten with SSscrews


New PFC portals - ReferStructural Drawings for sizeand finish


New Ecoply F8 grade lined Timberframed wall - Refer Specs

Seal and tape external opening andseal wall window inserts with sealant(Refer specs for products)

U9

UD




New 6mm fibre cement sheetlining for all wet areas.

New cladding - Grooved Shadowcladsystem by Carter Holt Harvey.Install under strict manufacturerrecommendation.

New ceramic wall tiles (Showerwalls only) over 6mm JamesHardie fibre cement lining - ReferSpec for selection.

U9


New 6mm fibre cement sheetlining for all wet areas.

New ceramic wall tiles (Showerwalls only) over 6mm JamesHardie fibre cement lining - ReferSpec for selection.



New 3 panel wardobe slider door -Refer Spec and Schedule

Proprietary high level timber shelving withfull length hanging rail - client to select

U8





Powdercoated aluminiumjoinery with 19mm thick timberreveal fixed to timber frame

DPC between Concrete and timber



UD

SS flyscreen mesh fixed with 35x20mmtimber batten with SS screws

Existing concrete beam - Make goodas per Structural Specs. allow to lineinside face with Ecoply F8 grade linedTimber framed wall - Refer Specs

New PFC portals - Refer StructuralDrawings for size and finish

New Structural ceiling Diaphragmwith Acoustic insulation. Paint finish -Refer Specs and drawings.


New cladding - Grooved Shadowcladsystem by Carter Holt Harvey. Install understrict manufacturer recommendation.

New Ecoply F8 grade lined Timberframed wall / strapping - Refer Specs

Powdercoated aluminum joinery with 19mmthick timber reveal fixed to timber frame

DPC between Concrete and timber

50mm thick timber frame with breezewayAltair 152 Louvre window- Refer Specs

Existing roof to remain. Allow forpaint finish to all exposed timber

Existing concrete wall - Make good asper Structural Specs

New concrete slab on existing concreteslab - Refer structural drawings

UC

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





As indicated

08.03.2017

B A400

GENERAL DETAILS(STAGE 01)

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1 : 50A100

Upper Block G.A. PLAN - Callout 11

1 : 10A400

Upper Block - Detail 14

1 : 10A400

Upper Block - Detail 47 1 : 10A400


1 : 10A400


1 : 10A400

Upper Block - Plan Detail 25

1 : 10A300

Upper Block Section Detail 12 1 : 10A400

Upper Block Section Detail 23

A Consent & Tender 20.09.2016B Consent & Tender 08.03.2017

D01,D09,D15,D17,D23,D24,D25,D26,D28,D29,D30,D31,D32,D33,D50,D51.

DOOR NO:

DESCRIPTION: 40mmthick Flush Solid core Timber door hingedin solid timber frame with planted stops.Paint finish. Colour TBCTimber Clashed LeafS.S. Hinges (4)

16QUANTITY:

D02.DOOR NO:

DESCRIPTION: 38mmthick Cavity slider Timber door slidingon solid timber frame with planted stops.Paint finish. Colour TBCTimber Clashed LeafS.S. Rollers

1QUANTITY:

D03,D04,D05,D06,D07,D08,D47,D48,D49

DOOR NO:

DESCRIPTION: 18mmthickMoisture Resistant MDFhinged doorDoors are part of the Toilet Partition system.2mm PVC laminated. Colour TBCAluminium Clashed LeafS.S. Hinges (2)

09QUANTITY:

D10,D11,D12,D13,D14,D16,D18,D19,D20,D21,D22,D27,D34,D35,D36,D37,D38.

DOOR NO:

DESCRIPTION: Shop front aluminium glazing system-Aluminium Door Set into shopfront withclear glazing. Finish (Refer to spec).Colour TBC

17QUANTITY:

D39,D42,D43,D46.DOOR NO:

DESCRIPTION: 40mmthick Flush Solid core Timber door hingedin solid timber frame with planted stops.Paint finish. Colour TBCTimber Clashed LeafS.S. Hinges (4)

4QUANTITY:

D40,D41,D44,D45.DOOR NO:

DESCRIPTION: 3 leaf complete wardrobe sliding door system thatincludes high quality track, carriages and timberhead and closing jamb.

4QUANTITY:

W01,W02,W03,W04,W05,W08.WINDOW NO:

DESCRIPTION: ALTAIR LOUVRES. Proprietary operable louvrewindow system with powdercoated frames(Refer Specs) 152mm x 14mm straight cuttimber blades

6QUANTITY:

W07.WINDOW NO:

DESCRIPTION: Shop front aluminium glazing system with highperformance powder coat finish (Refer to spec).Colour TBC

1QUANTITY:

W06.WINDOW NO:


1QUANTITY:

W09.WINDOW NO:


1QUANTITY:

W10,W27.WINDOW NO:


2QUANTITY:

W11,W22,W13,W44,W15.WINDOW NO:


5QUANTITY:

W17,W18,W21,W22.WINDOW NO:


4QUANTITY:

W16,W19,W20,W23.WINDOW NO:


4QUANTITY:

W24,W25,W26.WINDOW NO:


3QUANTITY:

2070

2000

985

2020

EQEQEQ

1800

1200

800

2000

silic

one

join

t

silic

one

join

t

silic

one

join

t

1000 1000 1000 1000

2000

4150

890890890840

silic

one

join

t

silic

one

join

t

silic

one

join

t

2000

3560

700

1300

2000

1200

200

1800

2000

685760

2020

1100

920

980

silic

one

join

t

silic

one

join

t

EQ EQ EQ

1100

920

EQ EQ

1100

1620

1120

360

1840

585

2200

EQ EQ EQ

2065

1620

1120

2020

785 1950

2075

Sheet No.Revision


Sheet Name

Client

Project No.

SCALE @ A1=

DRAWN

VERIFIED

Issue Date

DESIGN


REVISIONS

NOTES

APPROVED


North

Project

0 10mm 50 100

DO NOT SCALE





As indicated

08.03.2017

B A700

SCHEDULES

Government of Niue


1-42944.00

OPUS

OPUS

OPUS

OPUS

1. Refer to Floor Plan for door handing andlocations

2. Dimensions given for overall frame sizeare clear openings unless otherwisestate.

3. To be read in conjunction with thehardware schedule and specifications forall door seals, kick plates, lockingmechanisms and all other hardware

4. All external glazing to be double glazedGrade A laminated safety glass

5. All glass to comply with NZS 4223 andAS/NZS 4666:2000

6. All dimensions given must be checked onsite prior to fabrication

7. To be read in conjunction with FireReport

8. All fire rated and smoke stop doors tocomply with AS/NZS 1905.1

9. Refer to the specification for handleheight

10. Manifestations to be surface appliedopaque film setout to be centred on lineof door handle

ALL DOORS ON ACCESSIBLE ROUTESSHALL HAVE:-

1. 760mm minimum clear opening width forsingle hinged doors or sliding doors

2. 760mm minimum clear opening for at leastone leaf of double hinged doors or doublesliding doors

3. Lever type door handle with return towarddoors

4. Door handle at 1000mm above the floor5. 20mm maximum threshold6. Colour contrast with their surroundings7. Forces required to open non-fire doors shall

be 38N for exterior hinged and exteriorsliding doors and 22N for interior hinged andinterior sliding doors

8. Doors with full height glazing shall havemanifestation markings 700 - 1000mmabove the floor, with manifestations 20mmhigh minimum

ALL WINDOWS ON ACCESSIBLE ROUTESSHALL HAVE:-

1. Locking and opening controls to be located900 - 1200mm above the floor

A Consent & Tender 20.09.2016B Consent & Tender 08.03.2017

WINDOWS & DOORS

Contractor/Tenderer to Refer to Floor Plans forQuantities for Stage 01 and Stage 02.

Government of Niue 2018/LIOLAU PROJECT... · S1 S2 AREA CALCULATION METHODOLOGY Calculation...

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Transcript of Government of Niue 2018/LIOLAU PROJECT... · S1 S2 AREA CALCULATION METHODOLOGY Calculation...